HomeMy WebLinkAboutTED4003420.21' 1' 2.5 1' 1'
o FOUND BRASS DISK IN
MIN MIN MIN MIN MIN
CONCRETE IN CASE (2/05)
o I I I
x INTERSECTION OF 122nd AVE SE
LO F' LO SE 96th STREET
o to �i 6.5 MIN.
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... 1' 1' 2.5' 0 cfl 1• 1•
0 5 0 IMI
12 MIN MIN � MINNIMIN
NI
�p » 2" CLASS .B.
y. FOUND 1 /2 REBAR & FACE of cuR6 OR
SCALE 20' CAP LS 22s62 (2/05) EDGE OF PAVEMENT
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... .. ... ACP CLASS 'E' OR 'B'
2" CLASS 'B'
N
6 CRUSHED
.. , .'. SURFACING TOP COURSE
CENTER LINE OR CRUSHED ROCK,
►„'� O.0 i, C, CLASS E LANE LINE SECTION FLOWABLE FILL
0.4 Q+ :< CLASS 'B� OR
N GRAVEL DRIVE -
>/� p A REQUIRED B ENGINEER
S Y E NEE
W EX. FIRE
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HYDRANT 1 T =_ = _-__- -N _ - ---- _
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SEE DWG# HR-05 FOR MINIMUM STANDARDS
E�slow
,
I'
6.5' MIN.
PLAN 2" DEPTH of TYPICAL PATCH FOR FLEXIBLE PAyEENT
4 I GRIND OR SAWCUT AND REMOVE
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N 88• 16' 19" W WHEN PERPENDICULAR TO
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pq
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- ' MINIMUM FINISHED
NW CORNER
- SECTION 04-23-05
EL—
FLOOR 356.0
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N:
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Z /R F SSS
EX CB
V O _ -...
RIM EL — 353.49 -
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1 N V EL 351,34,_12„ - -
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ac 4-4
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c / ! MINIMUM FIHED C!'J •
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<`' FLOOR E ' 365.0 O
C. . S
co / IE 3 3.47 r- 0
FOUND BRASS DISK IN cv = OX
a, $a CONCRETE IN CASE 2 05 o I;`..y '' .01
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LOT 45
.. NE 26th COURT
�
ROAD OVA Y CENTERLINE
- N.T.S.
PLAN SHEET CALL 0 UTS
PROPOSED SSS TO SERVE LOT 2. SERVICE TO BE 6" PVC AT MINIMUM
SLOPE-2.07f:
PROPOSED LOCATION OF R&F STUB FOR LOTS 1 AND 2.
® ASSUMED LOCATION OF 6" SS STUB (PER HONEY CREEK AS —BUILT)
CONTRACTOR TO VERIFY LOCATION, AND CONDITION. PROVIDE CLEAN —OUT AT
END AND EXTEND TO SERVE LOT 1.
EXISTING DRIVE CURB CUT TO SERVE LOT 1
PROPOSED LOCATION OF DRIVEWAY CURB CUT TO SERVE LOT 2 SEE COR STD
DETAIL F004 AND F004-2
CUT AREA FOR SANITARY SEWER SERVICE TO LOT 2 — SEE RESTORATION DETAIL
THIS SHEET. '
EXIS WATO ME TO SERA Lgr 1
® PROPOSED 3/4" WATER METER TO SERVE
C LOT i SEE DETAIL THIS SHEET
CUT AREA FOR WATER SERVICE TO LOT 2- - SIR RESTORATION DETAIL — THIS
SHEET
O SIZE AND INVERTT OF EXISTING 6" SS PER FIELD SURVEY BY BAIMA do
HOLMBERG ON 11-26-07.
1 INDIVIDUAL LOT CLEARING. GRADING AND EROSION CONTROL TO BE REVIEWED BY
® THE CITY AT TIME OF BUIDNG PERMIT APPLICATION AND REVIEW.
NOTE: PER CITY OF RENTON CODE THE MAXIMUM DRIVEWAY SLOPE FOR
H N Y REEK RIDGE
NOI
tTH 1 /4 CORNER
SECTION
04-23-05 n
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m
O
.1 .
372.57
SITE
m
N
RENTON MON#1837
m
2 1 /2 BRASS DISC
W IT -I X ON CONC.
p
MON
z
VISITED MARCH
2007
ago
RENTON MON #369
3"BRONZE DISC
WITH X ON CONC
rj I �-- MA C SINGLE FAMILY RESIDENCE SHALL NOT EXCEED FIFTEEN PERCENT (153b);
------ ss - ----- ---:— ss --- --- ! 1 0, . VEST , 4 CORNER
a / 2007 PROVIDED THAT DRIVEWAYS EXCEEDING 8R SHALL PROVIDE SLOTTED
EX SSMH ; : -
DIVISION S I 0 N Ill - ,„ SECTION 04-23-05 CENTER OF O BOSSING ANY
a SECTION DRAINS AT THE LOWER ENO TO RESTRICT RUNOFF FROM C
, SS % - PUBLIC SIDEWALK. TO EXCEED 15X A VARIANCE FROM THE PUBLIC
RIM EL — 360.82 N W 1 4 SECTION
1E-364.0 WORKS ADMINSTRATOR IS REQUIRED.
INV EL = 352,37'-8" w cal Z • o 6' BELOW 04-23-05
S
INV EL_352.62(6NE) / EXIST GRAISE `, PRIVATE STORM AND SEWER EASEMENT TO BENEFIT LOT 1 — EASEMENT SHALL.
NTS ®BE SHOWN ON THE FINAL SHORT PLAT MAP PAGE WITH APPROPRIATE LANGUAGE
'� PRIOR TO RECORDING.
4 4 4 E 15 0.0 0 EX CB N wood • , IN UNIMPROVED RIGHT OF WAY
13 x24 PLASTIC METER BOX EQULA TO MID -STATES PLASTIC, INC.
RIM EL 362.32' FEMCE / INSTALL METER Box AT
» f I BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON z / - PROPERTY LINE WITH 12"
p INV EL = 358.02 -12 j .yl (' „ FOUND 1 „ REBAR & DIAMOND PLATE EQUAL TO MID -STATES PLASTICS, INC. ' LONG COPPER TAILPIECE
N > Cd Iks N /2 MSCBC-1324-R WITH READER LID AND 1-5/B DRILLED JOLE FOR
I CAP LS#22962 (2/05) TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN SIDEWALK
01, N " er - FINISH GRADE 12" MAX
w
I
A
YNI74 (_ , ` - ° 21 MIN
1 ` _p I * ., . •.30" MAX
�, TOUCHREAD WATER METER TO
co �� " COVER BE SUPPLIED BY THE CITY 12" MIN
h* y 36 MIN COVER 21 MIN COVER
i'+I o � - � TYPE K ,SOFT 30 MAX COVER
. ., / .k, f
COPPER- TUBING
Z - e ,' '9TE% 2-1/2
IF SERVICE LINE TO HOUSE IS TO BE
FOUND BRASS DISK IN
•. - �� •+�, '_ �' '�"' NEW DUCTILE IRON LOOP DOWN TO CENTERLINE INSTALLED IN THE FUTURE INSTALL
'{ �.hNS[ 5 L WATERMAIN OF WATER MAIN TO PROVIDE FORD C14-33 OR 44
CONCRETE IN .CASE (2/05) ,
' r: , " I S" FID x COMPRESSION COUPLING
. r,l O% .. (3WN � 7 r-�.�_ �I� �. SLACK IN COPPER SERVICE T
, - r T LINE TO METER.
k; ' Y . L C ., t_ XIS IM i
tY_ 3/4" OR 1" GALVANIZED PLUG
F 1•'i Cam' I VI > t 5 ? f HIS CORPORATION STOP. FORD TAPERED
IE L d THREAD (CC). QUICK JOINT
ATE . l 1 "
U
(3/4 F1000-3-G) OR AY MCDONALD 4701Q COPPERSETER FOR 5 B"x3 4" METER: FORD VBH-72-15W-44-3G,
UTILITIES 8c FRONTAGE IMPROVEMENTS _ N -- / /
(1 F1000 4 G) OR AY MCDONALD 4701Q OR MACDONALD BRASS: 21-215WCQQ33 OR MUELLER: 3 4-B-2470-2
W I� +n t real E ifLii 14 mu YL f3 /
�tVll1 WITH ANGLE BALL VALVE. ON INLET AND SINGLE CHECK VALVE ON
OUTLET
p COPPERSETTER FOR 1" METER FORD VBH72-15W-44-44G OR
LANDSCAPING NOTE MCDONALD BRASS. 21_ 415wcQQ44, OR MUELLER. 1- B- 2470 2 BOTH
INLET AND OUTLET WITH PACK JOINT WITH GRIPEPR. PADLOCK WINGS
>- THE EXISTING LANDSCAPING ALONG THE FRONTAGE OF THE SITE
m ON INLET ANGLE BALL :VALVE AND SINGLE CHECK VALVE ON OUTLET.....
CONSISTS OF MATURE ORNAMENTAL FLOWERING TREES THAT WERE ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT.
SURVEY NOTES
INSTALLED AS A PART OF THE HONEY CREEK. RIDGE PROJECT. THE
INSTRUMENT: TOPCON GPT 3005W TOTAL STATION EXISTING LANDSCAPING HAS BEEN IN PLACE FOR APPROXIMATELY 12 -
A A
METHOD USED. FIELD TRAVERSE WITH ACTUAL YEARS. THERE ARE 6 TREES ALONG THE PROPERTY FRONTAGE. IN NOTE:
A D
FIELD MEASUREMENTS AND ANGLES ADDITION .THERE IS A HEDGEROW OF THUJA ARBORVITAE .BETWEEN THE ALL METER BOXES T N CONCRETE OR PAVED DRIVEWAYS SHAOLL BE CAST-IRON
' INSTALLED WITHIN
WAC 332-130-090 EDGE OF THE SIDEWALK AND THE FACE OF THE ROCKERY, EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED ON BOTH SIDES OF
IT'
DATE OF SURVEY: FEBRUARY 2005
METER BOX. I
.BASIS OF BEARING. PLAT OF HONEY CREEK RIDGE DIVISION #3,
DRILL 1_ 5/8 DIA. HOLE. FOR. AMR N e a
RECORDED UNDER KING CO. AF 9612190392, LEGEND (AUTOMATIC METERREAD) TOUCHREAD DEVICE a go,
L.
-
VOL 178, PGS 76 78. — —
13 CB TYPE 1 TELEPHONE VAULT
LYNNWOOD AVE NE (NO1 16 26 E) F3l4 & 1 WATER SERVICE
BENCHMARK: CITY OF RENTON BENCHMARK 2091 O STMH TYPE 11 TELEPHONE CABINET i
N ( ) STD DETAIL B1 D
p TOP BRASS DISK AT THE INTERSECTION OF
r
N SANITARY SEWER MH SIGN
122nd AVE SE ac SE 96th PLACE.: � '
N
- +.. 2-1 2 MIN. FROM NEAREST
�j ELEVATION = 316.88 96.585m) NAVD 1988 CONIFER TREE
11 WATER VALVE ,, �, AND FRONT EDGE ` OF PIT LID ZMW 11/30/08
LEGAL ..DESCRIPTION
WA1tK MtILK/JtKVILa
_LOT 45, HONEY CREEK RIDGE DIVISION NO. 3, ACCORDING
FIRE HYDRANT MAIL BOX
J TO THE PLAT THEREOF RECORDED IN VOLUME 178 OF UTILITY POLE + PK NAIL
PLATS, PAGE(S) 76 THROUGH 78, INCLUSIVE, IN KING GUY WIRE ED -MON IN CASE/
COUNTY WASHINGTON. SIGNAL CABINET
CABLE TV BOX EX REBAR PIPE
/
AS NOTED
n
40% + SLOPE
r•;
Call
before you
Digm
1-800-424-5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY